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HomeMy WebLinkAboutSurvey 21723Deschutes County Official Records Steve Dennison, County Clerk 2026-07241 ��� � �� Iilll�� ��I I I��I�IS�III��II III�II IIII I�fII III�I ICI ASSESSOR'S CERTIFICATE: 1 HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES, AND OTHER CHARGES, REQUIRED BY LAW TO BE PLACED ON THE 202 5_-202 (o TAX ROLLS, WHICH BECAME A LIEN OR WILL BECOME A LIEN ON THIS PLAT DURING THIS TAX YEAR BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID, TO ME. �co4- DESCHUTES COUNTif ASSESSOR v - DATE HEREBY CERTIFY THAT ALL TAXES ARE PAID TO THIS DATE. DESCHUTES COUNTY TAX COLLeCTOfV DATE APPROVALS: THE PLAT OF "MURPHY CROSSING PHASE 2" HAS BEEN EXAMINED AND APPROVED BY: DESCHUTES COUNTY BOARD OF COMMISSIONERS DATE ?vT DESCHUTES COUNTY SURVEYOR DATE 3/ CITY OF BEND PLANNING DIRECTOR DATE CITY 0 END ENGINEER DATE SIGNATURE OF CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF BEND OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. WATER RIGHTS STATEMENT: THERE ARE NO WATER RIGHTS APPURTENANT TO THE LANDS WITHIN THIS PLAT. SHEET INDEX: SHEET 1 — SURVEYOR'S CERTIFICATE, DECLARATION, APPROVALS, ACKNOWLEDGEMENT SHEET 2 — TITLE ENCUMBRANCES, CONSENT TO DECLARATIONS, NARRATIVE SHEET 3 — SUBDIVISION BOUNDARY, SURVEY REFERENCES, FOUND MONUMENTS TABLE SHEETS 4 — SUBDIVISION DETAIL LOTS 7-18 SHEET 5 — SUBDIVISION DETAIL LOTS 5-6 SHEET 6 - EASEMENT DETAIL LOTS 7-18 SHEET 7 — EASEMENT DETAIL LOTS 5-6 SHEET 8 — ADDITIONAL EASEMENT DETAILS SHEET 9 — EXISTING EASEMENTS PHASE, 2 0159418320260007mm,2410090098 D-PLAT Cnt=1 Pgs=9 Stn=4 03/16/2026 11:20 AIM $50.00 $11.00 $61.00 $10.00 $10.00 5142 00 LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MARCH, 2026 PLLD20220059 & PLMOD20230621 SURVEYOR'S CERTIFICATE: DECLARATION: I, BRAD R. RHOADES, REGISTERED PROFESSIONAL LAND SURVEYOR 1N THE STATE OF OREGON, BEING FIRST KNOW ALL PERSONS BY THESE PRESENTS THAT THISTLE AND NEST, AN OREGON NONPROFIT PUBLIC BENEFIT DULY SWORN, DEPOSE AND SAY THAT I OR THOSE UNDER MY DIRECT SUPERVISION HAVE CORRECTLY CORPORATION AND THISTLE AND NEST, AN OREGON NON—PROFIT CORPORATION AS OWNERS OF THE LANDS SURVEYED AND MARKED WITH PROPER MONUMENTS THE LAND SHOWN ON THIS PLAT, THE FOLLOWING IS A SHOWN ON THIS PLAT, HAS CAUSED THE LANDS HEREIN DESCRIBED TO BE SURVEYED AND SUBDIVIDED INTO TRUE AND CORRECT DESCRIPTION OF THE PROPERTY PLATTED: LOTS, ROADS, AND EASEMENTS, ACCORDING TO THE PROVISIONS OF O.R.S. CHAPTER 92, AS SHOWN HEREON; A TRACT OF LAND BEING THOSE PROPERTIES DESCRIBED IN STATUTORY WARRANTY DEED RECORDED JANUARY AND HEREBY DEDICATES TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE PUBLIC STREET 12, 2024 IN INSTRUMENT NUMBER 2024-01113 AND STATUTORY WARRANTY DEED RECORDED JANUARY 3, RIGHT—OF—WAYS, AS SHOWN HEREON AS SOUTHWEST THISTLE LANE, SOUTHWEST NEST LANE, SOUTHWEST 2025 IN INSTRUMENT NUMBER 2025-00157, BOTH IN DESCHUTES COUNTY OFFICIAL RECORDS, LOCATED IN GRANITE PEAK PLACE AND SOUTHWEST SARATOGA PLACE. THE NORTHWEST ONE -QUARTER (NW1 /4) OF SECTION 17 AND THE NORTHEAST ONE —QUARTER (NE1 /4) OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES AND HEREBY DEDICATES A PUBLIC UTILITY EASEMENT (PUE), AS SHOWN HEREON, AS AN EASEMENT AREA FOR COUNTY, OREGON AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCE. UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND BEGINNING AT THE INITIAL POINT, BEING THE NORTHWEST CORNER OF LOT 1, PLAT OF MURPHY CROSSING ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY EASEMENT IDENTIFIED PHASE 1 RECORDED JANUARY 2, 2025 IN INSTRUMENT NUMBER 2025-00075, SAID DESCHUTES COUNTY ON THE PLAT MAP AS MAY BE NECESSARY OR DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND OFFICIAL RECORDS, MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "SCE&S", SAID WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT POINT BEARS SOUTH 10°05'45" WEST, 114.01 FEET FROM THE NORTH 1 /16 CORNER OF SAID SECTIONS 17 TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE AND 18; THENCE ALONG THE WEST LINE OF SAID LOT 1, SOUTH 03°50'07" EAST, 458.07 LFEET TO THE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL OBSTRUCTIONS AT THE SOUTHWEST CORNER OF SAID LOT 1 MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED OWNER'S EXPENSE OR THE UTILITY MAY REMOVE SUCH OBSTRUCTION AT THE LOT OWNER'S EXPENSE. AT NO "S&F LAND SERVICES"; THENCE LEAVING SAID WEST LINE, ALONG THE WEST RIGHT OF WAY LINE OF SW TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH GRANITE PEAK PLACE AS DEDICATED PER SAID PLAT OF MURPHY CROSSING PHASE 1, SOUTH 04°10 43„ INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH EAST, 60.17 FEET TO THE NORTHWEST CORNER OF LOT 2, SAID MURPHY CROSSING PHASE 1, MARKED BY A FACILITIES IN THE PUE AND THE CITY ENGINEER; 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "SCE&S"; THENCE LEAVING SAID WEST RIGHT OF AND HEREBY DEDICATES A PUBLIC ACCESS EASEMENT, FOR PEDESTRIAN ACCESS AND SIDEWALK PURPOSES, AS WAY LINE, ALONG THE WEST LINE OF SAID LOT 2, SOUTH 04°53'36" EAST, 381.28 FEET TO THE SOUTHWEST SHOWN HEREON. CORNER OF SAID LOT 2, MARKED BY A 5/8 INCH IRON ROD WITH AN ILLEGIBLE YELLOW PLASTIC CAP; THENCE LEAVING SAID WEST LINE, ALONG THE WEST RIGHT OF WAY LINE OF SW SARATOGA PLACE, AS AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "MURPHY CROSSING PHASE 2", DEDICATED PER SAID PLAT OF MURPHY CROSSING PHASE 1, SOUTH 10°48'24" EAST, 60.25 FEET TO A 5/8 HENCEFORT TO BE SO KNOWN. INCH IRON ROD WITH NO CAP; THENCE LEAVING SAID WEST RIGHT OF WAY LINE, ALONG THE SOUTH RIGHT OF WAY LINE OF SAID SW SARATOGA PLACE, NORTH 79°02'01" EAST, 232.96 FEET TO THE WEST RIGHT OF WAY LINE OF SW SILVERADO SPRINGS DRIVE AS DEDICATED PER SAID PLAT OF MURPHY CROSSING PHASE 1, _ MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "SCE&S"; THENCE LEAVING SAID aQ� SOUTH RIGHT OF WAY LINE, ALONG SAID WEST RIGHT OF WAY LINE, BEING A 2030.00 FOOT RADIUS NON -TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 151.40 FEET, THROUGH A CENTRAL ANGLE OF CARRY D KINE, TR URER TE 04°16'24", THE CHORD TO WHICH BEARS SOUTH 24°15'40' EAST, 151.37 FEET TO A POINT ON THE SOUTH THISTLE & NES , AN OREGON NON-PROFIT CORPORATION LINE OF THAT PROPERTY DESCRIBED IN THAT CERTAIN STATUTORY SPECIAL WARRANTY DEED RECORDED AUGUST 30, 2021 IN INSTRUMENT NUMBER 2021-50208, SAID DESCHUTES COUNTY OFFICIAL RECORDS, MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "SCE&S"; THENCE LEAVING SAID WEST RIGHT OF WAY LINE, ALONG SAID SOUTH LINE, NORTH 89°37'28" WEST, 358.45 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 17 MARKED BY A 5/8 INCH IRON ROD, THAT BEARS NORTH 00°25'41" �A co EAST, 160.04 FEET FROM THE WEST 1/4 CORNER OF SAID SECTION 17; THENCE CONTINUING ALONG SAID SOUTH LINE, SOUTH 89°53'36" WEST, 244.91 FEET TO THE INTERSECTION OF SAID SOUTH LINE WITH THE LAAVAINE, T, SURER DATE EAST LINE OF ROMAINE VILLAGE UNIT 6, RECORDED MAY 24, 1974 IN PLAT CABINET B, PAGE 61, DESCHUTES THISTLE & NE AN OREGON NONPROFIT PUBLIC BENEFIT CORPORATION COUNTY RECORDS, MARKED BY A 5/8 INCH ROD WITH YELLOW PLASTIC STAMPED "W&H PACIFIC'; THENCE ALONG SAID EAST LINE THE FOLLOWING FOUR COURSES: ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 2030.00 FEET, AN ARC DISTANCE OF 53.63 FEET, THROUGH A CENTRAL ANGLE OF 01 °30'49", THE CHORD TO WHICH BEARS NORTH 17°38'39" WEST, 53.63 FEET TO A 5/8 INCH IRON WITH YELLOW PLASTIC CAP STAMPED "S&F LAND SERVICES"; ACKNOWLEDGEMENT: NORTH 18°24 03I' WEST, 11.73 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED I, S&F LAND SERVICES"; STATE OF OREGON ) SS ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1330.00 FEET, AN ARC DISTANCE OF 380.79 FEET, COUNTY OF DESCHUTES ) THROUGH A CENTRAL ANGLE OF 16°24' 15", THE CHORD TO WHICH BEARS NORTH 26°36'01" WEST, 379.49 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "S&F LAND SERVICES"; ON THIS __ _ _DAY OF rCAI __, 20_Z_G , BEFORE ME PERSONALLY APPEARED CARRY KINE AND ACKNOWLEDGED SAID INSTRUMENT TO BE HIS VOLUNTARY ACT AND DEED ON BEHALF OF THISTLE & NEST. NORTH 34°48'08" WEST, 182.35 FEET TO A POINT ON THE NORTH LINE OF SAID PROPERTY DESCRIBED IN THAT CERTAIN STATUTORY SPECIAL WARRANTY DEED RECORDED AUGUST 30, 2021 IN INSTRUMENT NUMBER 2021-50208 MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "W&H PACIFIC"; THENCE LEAVING SAID EAST LINE, ALONG SAID NORTH LINE, NORTH 89°57'50" EAST, 373.58 FEET TO A POINT OF INTERSECTION WITH THE EAST LINE OF THAT PROPERTY DESCRIBED AS PARCEL 2 IN THAT CERTAIN NOTARY PUBLIC WARRANTY DEED RECORDED OCTOBER 18, 2012 IN INSTRUMENT NUMBER 2012-041869, SAID DESCHUTES COUNTY OFFICIAL RECORDS, MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "S&F 1 ^ `OG� rr LAND SERVICES"; THENCE LEAVING SAID NORTH LINE, ALONG SAID EAST LINE, NORTH 08°55'16" WEST, 578.86 PRINTED NAME: �; C.InC�C. (�i I'L� FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF MURPHY ROAD, AS DEDICATED IN SAID INSTRUMENT NOTARY PUBLIC—OREGON NUMBER 2021-041869, MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "S&F LAND w SERVICES"; THENCE LEAVING SAID EAST LINE, ALONG SAID SOUTH RIGHT OF WAY LINE, ALONG A 760.00 FOOT COMMISSION NO: O S �� RADIUS NON —TANGENT CURVE TO THE RIGHT, AN ARC LENGTH OF 52.44 FEET, THROUGH A CENTRAL ANGLE OF 3°57'12", THE CHORD TO WHICH BEARS SOUTH 74°22'03" EAST, 52.43 FEET, TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "S&F LAND SERVICES"; THENCE CONTINUING ON SAID SOUTH RIGHT OF (, c MY COMMISSION EXPIRES: WAY LINE, SOUTH 72°23'27" EAST, 202.77 FEET TO THE INITIAL POINT. CONTAINING 8.56 ACRES, MORE OR LESS. DESCHUTES COUNTY Om MARCW 061,o 1OZG SRAP R. RlAbalDIES PL5 q►9 %'1 DATE SHEET 1 OF 9 SURVEY FOR: REGISTERED ■ S&F Land Services.PROFESSIONAL THISTLE 8c NEST LAND- SURVEYOR Your Proven Geospatial Partner 2581703_PLAT.dw I 901 NW GARCON AVE, SUITE - 3 BEND, OR 97703 541 797-0954 C ) WWW.SFLANDS.COM EMAIL: INFO@SFLANDS.COM 4 OF SECTION 17 LOCATED IN THE NW 1 � AND THE NE 1/4 OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON ' OREGON MAY 11, 2021 BRAD R. RHOADES 91917PLS RENEWS: 12/31 /2026 DATE MARCH. 4, 2026 JOB NO. 1 2025-817-03 FIELD 1 JRA DRAWN I JRA CHECKED I BRR CS 2172s MURPHY PHASE 2 LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MARCH, 2026 PLLD20220059 & PLMOD20230621 TITLE ENCUMBRANCES AND NOTES: CONSENT TO DECLARATION: NARRATIVE; THE FOLLOWING ENCUMBRANCES AFFECT THE PLATTED LANDS AS DISCLOSED IN FIRST - AN AFFIDAVIT OF CONSENT TO DECLARATION FROM THE STATE OF OREGON HOUSING THE PURPOSE OF THIS SURVEY WAS TO PLAT THE TRACT OF LAND BEING THOSE DESCRIBED IN STATUTORY AMERICAN TITLE PUBLIC RECORD REPORT FOR A NEW SUBDIVISION OR LAND PARTITION AND COMMUNITY SERVICES DEPARTMENT HAS BEEN RECORDED IN WARRANTY DEED RECORDED JANUARY 12, 2024 IN INSTRUMENT NUMBER 2024-01113 AND STATUTORY ORDER NO. 7069-43201 13.AND 7069 - q3 5 $10 7 WARRANTY DEED RECORDED JANUARY 3, 2025 IN INSTRUMENT NUMBER 2025-00157, BOTH IN DESCHUTES INSTRUMENT NO. ���� _ b�a���OF DESCHUTES COUNTY RECORDS. COUNTY OFFICIAL RECORDS, LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 17 AND THE 1. CITY OF BEND SANITARY SEWER EASEMENT RECORDED BOOK 459, PAGE 2726 & NORTHEAST ONE -QUARTER (NE1 /4) OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLIAMETTE BOOK 276, PAGE 2106 MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON. AS SHOWN HEREON. THE CENTERLINE OF MURPHY ROAD WAS CALCULATED BY HOLDING RECORD CENTERLINE DIMENSIONS AND THE CORRESPONDING STATION AND OFFSET, PER REFERENCE (H), TO FOUND MONUMENT 101, THEN ROTATING SAID 2. PUBLIC UTILITY EASEMENT PER INSTRUMENT NO. 2024-30760. CENTERLINE TO BEST FIT RECORD STATION AND OFFSETS AT FOUND MONUMENTS 102 & 103, PER REFERENCE AS SHOWN HEREON. CONSENT TO DECLARATION: (1). SAID CALCULATED CENTERLINE WAS THEN OFFSET 40.00' SOUTH PER REFERENCE (H). 3. AVION WATER CO. INC. WATER LINE EASEMENT PER BOOK 173, PAGE 2168. AN AFFIDAVIT OF CONSENT TO DECLARATION FROM KINE AND KINE PROPERTIES 401 K TRUST THE EAST LINE WAS HELD TO FOUND MONUMENTS PER REFERENCE (A) AND RECORD DIMENSIONS PER SAID REFERENCE (A), SCALED AND ROTATED TO FOUND MONUMENTS. THE SOUTH LINE WAS HELD BETWEEN FOUND AS SHOWN HEREON. HAS BEEN RECORDED IN INSTRUMENT NO.� OF DESCHUTES COUNTY MONUMENTS 111 & 114 AND 111 _ & 110. THE WEST BOUNDARY ALONG ROMAINE VILLAGE UNIT 6 WAS RECORDS. CALCULATED BY HOLDING RECORD DIMENSIONS PER REFERENCE (2) AND SCALING AND ROTATING BETWEEN 4. THE LANDS DESCRIBED IN INST. NO. 2024-01113 FALL WITHIN THE BOUNDARIES OF - FOUND MONUMENTS 110 & 127. ARNOLD IRRIGATION DISTRICT AND ARE SUBJECT TO RULES AND REGULATIONS, INCLUDING LEVIES, ASSESSMENTS, WATER AND IRRIGATION RIGHTS AND EASEMENTS THE NORTH- LINE OF INSTRUMENT N0. 2025-00157 WAS HELD BETWEEN FOUND MONUMENTS 100 & 127 AND FOR DITCHES AND CANALS. THE EAST EXTENSION THEREOF. THE WEST LINE OF INSTRUMENT N0. 2024-01113 WAS CALCULATED BY HOLDING A LINE BETWEEN FOUND MONUMENT 100 AND A STATION AND OFFSET POSITION PER REFERENCE (H) NO IRRIGATION INFRASTRUCTURE OBSERVED. AND THEN OFFSETTING 30.00' EAST PER INSTRUMENT NO. 2012-41869. 5. DEED OF TRUST THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (000S) UTILIZING BENEFICIARY: STATE OF OREGON HOUSING AND COMMUNITY SERVICES DEPARTMENT THE OREGON REAL-TIME GNSS NETWORK (ORGN) AND DESCHUTES 13 TRANSFORMATION, BEING NORTH AMOUNT: $10,369,620 00°25'41" EAST BETWEEN FOUND MONUMENTS 101 & 111. INST. NO.: 2025-00159 6. DEED OF TRUST BENEFICIARY: KINE & KINE PROPERTIES 401 K TRUST AMOUNT: $10,000,000 INST. NO.: 2025-00160 7. DEED OF TRUST BENEFICIARY: STATE OF OREGON HOUSING AND COMMUNITY SERVICES DEPARTMENT AMOUNT: $3,600,000 INST. NO.: 2024-01115 8. DEED OF TRUST BENEFICIARY: KINE & KINE PROPERTIES 401 K TRUST AMOUNT: $3,000,000 INST. NO.: 2024-01116 DESCHUTES COUMOU9111WEVOOR FILED �'• SHEET 2 OF 9 SURVEY FOR: ■ REGISTERED S&F Land Services PROFESSIONAL Your Proven Geospatiat Partner THISTLE �C NEST LAND SURVEYOR 901 NW CARLON AVE, SUITE 3 LOCATED IN THE NW 1 /4 OF SECTION 17 BEND, OR 97703 AND THE NE 1/4 OF SECTION 18, Y 11, 2 021 (541) 797-0954 TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., BRAD R1RHOADES wp w.E ELANDS•COM JOB NO. FIELD EMAIL: I�NROC�?NFLAND HE� Eo CITY OF BEND, DESCHUTES COUNTY, OREGON 91917PLs 2581703_PLAT.dw MARCH. 4, 2026 2025-817-03 JRA JRA BRR RENEWS: 12/31 /2026 CM cn N N w k US 2 17 2 3 MURPHY CROSSING PHASE 2 LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MARCH, 2026 PLLD20220059 & PLMOD20230621 FOUND MONUMENTS TABLE POINT NO. DESCRIPTION 100 5/8" IRON ROD W/YPC STAMPED "HWA" FLUSH - SET IN (E) 101 5/8" IRON ROD W/YPC STAMPED "HWA" DOWN 0.3' - SET IN (E) 102 5/8" IRON ROD W/YPC STAMPED "ODOT R/W" DOWN 0.1' - SET IN (J) 103 5/8" IRON ROD W/YPC STAMPED "ODOT R/W" FLUSH - SET IN (J) 104 5/8" IRON ROD W/YPC STAMPED "W&H PACIFIC" - SET IN (B) 105 5/8" IRON ROD NO CAP 110 5/8" IRON ROD W/YPC STAMPED "W&H PACIFIC" FLUSH - SET IN (B) 111 5/8" IRON ROD NO CAP UP 0.2' LOOSE IN CONCRETE - SET IN (D) 112 2 1 /2" BRASS CAP T18S R 12E 1/4 S 18/S 17 1976 LS 1026, UP 1.35' - SET IN (F) 113 5/8" IRON ROD W/YPC STAMPED "SCE&S" DOWN 0.1' - SET IN (A) 114 5/8" IRON ROD W/YPC STAMPED "SCE&S" UP 0.1' - SET IN (A) 115 5/8" IRON ROD W/YPC STAMPED "SCE&S" - SET IN (A) - 116 5/8" IRON ROD NO CAP DOWN 0.3' - SET IN (A) 117 5/8" IRON ROD W/YPC ILLEGIBLE DOWN 0.5' - SET IN (A) 118 5/8" IRON ROD NO CAP BENT TIED POE DOWN 0.3' - SET IN (A) 119 5/8" IRON ROD W/YPC STAMPED "SCE&S" UP 0.1' - SET IN (A) 120 5/8" IRON ROD W/YPC STAMPED "SCE&S" FLUSH - SET IN (A) 127 5/8" IRON ROD W/YPC STAMPED "W&H PACIFIC" FLUSH - SET IN (B) CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD C 1 151.40' 2030.00' 4016'24" S24° 15'40"E 151.37' C 1(A) (151.41 ' 2030.00' 4° 16'25" N24° 13'31 "W 151.38') C 1(2) (151.41 ' 2030.00' 4° 16'25" S24° 13'31 "E 151.38') C2 380.79' 1330.00' 16°24' 15" N26°36'01 "W 379.49' C2(B) (380.79' 1330.00' 16°24' 15" N26°36'54"W 379.49') C2(C) (380.79' 1330.00' 16°24' 15") C2(G) (380.79' 1330.00' 16°24' 15" N26°37'42"W 379.49') C2(2) (380.79' 1330.00' 16°24' 15" N26°36'55"W 379.49') C3 53.63' 2030.00' 1'30'49" N 17°38'39"W 53.63' C3(B) (53.65' 2030.00' 1 °30'51 " N 17°39'21 "W 53.65') C3(C) (53.66' 2030.00' 1 `30t52") C3(2) (53.65' 2030.00' 1 °30'51 " N 17°39'32"W 53.65') C4 52.44' 760.00' 3°57' 12" S74°22'03"E 52.43' C4(1) (52.42' 760.00' 3°57'08" S74°21'31 "E 52.41') C5 27.66' 230.00' 6°53'23" N86°35'02"E 27.64' C5(1) (27.65' 230.00' 6°53'20" S86032'43"W 27.64') C5(2) (27.65' 230.00' 6°53'20" N86°32'43"E 27.64') C6 20.75' 170.00' 6°59'40" S86°38' 14"W 20.74' C6(1) (20.76' 170.00' 6°59'43" S86°35'55"W 20.74) C6(2) (20.76' 170.00' 6°59'43" N86"35'55"E 20.74') STATION=721 +76.40 OFFSET=73.1 1' LEFT ' (N89°53'47"W 299.98')(B) STATION=721 +76.40 OFFSET=73.1 1' (H) WD 2012-41869 ----- _N89°54'51 "W _299.96'__-_-__ 101 Ij �� S10°05'451W 114 01' C4 (S�2° vRpyY ' (S10°02'47"W 114.12')(A) HELD CALCULATED POSITION ' S72 2 232�S7"202� AT STA. 718+88.72 11.07' RIGHT „ 9 i S72°2327"E 44.49' PER FOUND MONNUMENT REFERENCEITION ' 202 , >�7)► (S72°22'57"E 44.36')(A) 119 120 102 ' ^ INITIAL • p POINT 103 z Z' o STATION=731 +72.05 OFFSET=50.01 � (STATION=731 +72.00 OFFSET=50.00)(I) ° CD r Z m � zo � o STATION =732+05.65 OFFSET=84.15 o j Z G Cq cP I (STATION=732+05.66 OFFSET=84.19)(1) o U' INST. NO. ��' rn -n -- N 2024-01113 c TAX LOT 181218ADOO100 �'' 6? z a-) 00 INST. NO. 2013-12739 c co U,CA ^ of CP Cal � D �� 41- co LOT 100 cfl 100, 0 50' 100, 200' 30.00 l SCALE: 1" = 100' N89°57'50"E 30.36' SO4° 10'43"E 60.17' (SO4-09'53"E 60.17')(1)(A) (N89 57 49 E 373.65 )(2) D.B.C. N89°57'50"E 373.58' 100 _ SW GRANITE PEAK PL N89°57'50"E 343.22' O (S89057'49"W 343.29')(B) L1 C6 113 a �01 cP, L2 C5 L3 L4 L�, O O N00°25'41 "E 1319.86' (N00°25'37"E 1319.97')(A)(B) rn � DEED REFERENCES: °�'� �;�, (NOO'30'34"E)(C) - d'c, � N00°2537" 1320.00' E � (1) STATUTORY WARRANTY DEED, INST. NO. 2024 01 1 13, RECORDED cA _ z o ( ° ,)( ) , `� •�'' "� o (N00 25 31 1319.97 )(H)3 01/12/2024, DESCHUTES COUNTY OFFICIAL RECORDS �� •s cA- S� P ° s, .� C tt 0 0 (2) STATUTORY WARRANTY DEED, INST. NO. 2025-00157, RECORDED �J� tv O . ro 01 /03/2025, DESCHUTES COUNTY OFFICIAL RECORDS JJ W w o SURVEY REFERENCES: m I INST. NO. � � � (A) PLAT OF MURPHY CROSSING PHASE 1, BY SUN COUNTRY ENGINEERING AND 2025-00157 SURVEYING INC., FILED JANUARY 7, 2025. DESCHUTES COUNTY SURVEYOR'S ® CD -1 00 ZA LOT 2 OFFICE CS21446 (B) RECORD OF SURVEY BY W&H PACIFIC, FILED NOVEMBER 6, 2007. DESCHUTESco co COUNTY SURVEYOR'S OFFICE CS17547 D N (C) BOUNDARY SURVEY BY HIGH DESERT ENGINEERING, DATED DECEMBER 7, 1981. p SEE DETAIL 'I' �- DESCHUTES COUNTY SURVEYOR'S OFFICE CSO4005 SHEET 4 N 1. 'L (D) RECORD OF SURVEY BY FRED A. AST. JR. & ASSOCIATES, DATED DECEMBER 5, D.B.C. -TGGP, P 1986, FILED DECEMBER 15, 1987 DESCHUTES COUNTY SURVEYOR'S OFFICE D.B.C. SW Sp'RA 115 y CSO4035 I 1 18 � 40 E RECORD OF SURVEY BY HICKMAN, WILLIAMS & ASSOCIATES, INC., FILED APRIL 27, D.B.C. O S10°48'24"E 60.25' 232.g6' 2004. DESCHUTES COUNTY SURVEYORS OFFICE CS15868 (N10°54'13"W 60.00')(A)(2) �. 116 7g°02,'0A"E 3 1o,��A��2) I N , 23 � (F) RECORD OF SURVEY BY GEORGE COOK ENGINEERING INC., DATED JULY 26, 1976. ° 104 rN�g°05 47 E DESCHUTES COUNTY SURVEYORS OFFICE CSO4057 N 1 8 24 03 W 1 1.73 N (G) PLAT OF ROMAINE VILLAGE UNIT 6 BY GEORGE J. COOK, DATED DECEMBER 19, (N 18°24'57"W 1 1.73')(B)(2)1 ° 1 ' 1 1 7 I 1973. DESCHUTES COUNTY SURVEYOR'S OFFICE CS09653 (N 8 9 35 W 2)(C) w • �.� 111 (H) RIGHT OF WAY SURVEY BY OREGON DEPARTMENT OF TRANSPORTATION, FILED 110 S89°53'36"W 244.91' N89°3728"W 358.45' 09/21/2012, DESCHUTES COUNTY SURVEYOR'S OFFICE CS18429 (S89°53'09"W 244.91')(B)(2) I (N89°37'20"W 358.23')(A)(2) (1) CONTROL AND RIGHT OF WAY MAP FOR MURPHY ROAD BY HICKMAN, WILLIAMS & (N89°59'37"E 245.12')(C) ASSOCIATES, INC., FILED MARCH 3, 2022. DESCHUTES COUNTY SURVEYOR'S OFFICE (N89"58'06" 245.00')(D) cs2o764 N00°25'41 "E 160.04' TAX LOT 1812170001800 (N00°25'37"E 160.01')(A)(B)(2) (J) SURVEY FOR RIGHT OF WAY MONUMENTATION BY OREGON DEPARTMENT OF 18 17 (NOO°30'34"E 160.01')(C)(D) TRANSPORTATION, FILED SEPTEMBER 26, 2017. DESCHUTES COUNTY SURVEYOR'S OFFICE CS19466 112 LINE TABLE LINE # BEARING DISTANCE L1 S00°01'42"W 30.00' L1(1) (N00°00'37"W) (30.00') L1(2) (S00°00'37"E) (30.00') L2 S89° 58' 18 "E 59.00' L2(1) (S89°59'23"W) (59.00') L2 (2) (N89°59'23"E) (59.00') L3 N83°08'22"E 54.94' L3 (1) (S83°06'03"W) (54.94') L3 (2) (N83°06'03"E) (54.94') L4 S89°51'54"E 27.19' L4 (1) (N89°54' 13"W) (27.18') L4 (2) (S89°54' 13"E) (27.18') LEGEND: FOUND MONUMENT, SEE FOUND MONUMENTS FOUND 2 1/2" BRASS CAP 1/4 COR. S17/18 SET 1 COPPER TABLE FOR FURTHER DESCRIPTION EIN BERNSTIN PLUG S.F. SQUARE FEET MARKED "S&F LAND O SET 5/8"X30" IRON ROD WITH A YELLOW SERVICES" PLASTIC CAP MARKED "S&F LAND SERVICES" ( ) RECORD DATA PER CITED REFERENCE 0 SET 5/8"X30" IRON ROD WITH A 2" D.B.C. "S&F DETROYED BY CONSTRUCTION, REPLACED AT ALUMINUM CAP MARKED LAND SERVICES" FOUND POSITION 2581703-PLAT.dv+ SHEET 3 OF 9 N N W �S 21723 N MURPHY CROSSING PHASE 2 SEE SHEET 5 LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 18, _ TOWNSHIP 18 SOUTH RANGE 12 EAST WILLAMETTE MERIDIAN ,77 62 S.F. 45r CITY OF BEND, DESCHUTES_COUNTY, OREGON MARCH, 2026 Z C47 C48 PLLD20220059 & PLMOD20230621 30.00' TAX LOT 181218ADOO100 30•00' L23 cA L24 0 INST. NO. 2013-12739 L22 0 0 S89°57'50"W 373.58' 100 L51 343.22' D.B.C. 30.36'� - C63 L66 w O L65 0 CA C62 0 0 .s o SW GRANITE PEAK PL �o Q \ 113 N89°57'50"E 187.63' N89°57'50"E 105.09' C6 L2 L4 '' n W C 5 L3 2v' • o, LOT 10 U, W �° f 1 1,042 S.F. cp �N89°52' 1 1 "E 154.39' c9 N > LOT 7 0 f47,282 S.F. ® `�s, •��, v' \ (f 1.09 ACRES) LOT 11 ±9,703 S.F. \ C32 N89°52' 1 1 "E 145.41 ' � N85°06'24"E 68.34' UN lL S �� LOT 12 0.�S N00°01'45"W 52.26' o ±9,292 S.F. p Um CA CA N89°58' 15"E 148.70' m N89° 52 1 1 E 139.85 CURVE TABLE CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CURVE # LENGTH RADIUS DELTA CHORD Cl 151.40 2030.00 4°16 24 S24 15 40 E 151.37 C35 146.27 1630.00 5°08 29 N29 15 39 W 146.22 C2 380.79' 1330.00' 16*24'15" N26'36'01 "W 379.49' C36 13.12' 1630.00' 0°27'40" N21°30'12"W 13.12' C3 53.63' 2030.00' 1°30'49" N17°38'39"W 53.63' C37 58.93' 2085.00' 1`37'10" N20`27'47"W 58.93' C5 27.66' 230.00' 6°53'23" N86`35'02"E 27.64' C38 33.67' 230.00' 8°23'20" S81`07'45"W 33.64' C6 20.75' 170.00' 6'59'40" S86°38' 14"W 20.74' C39 99.95' 180.00' 31 °48'54" S 15`55'28"E 98.67' C15 68.27' 2025.00' 1'55'54" N17°13'16"W 68.27' C40 18.83' 170.00' 6'20'44" S82`09'03"W 18.82' C16 68.97' 2025.00' 1'57'05" N 19`09'46"W 68.97' C41 24.97' 230.00' 6° 13' 1 1 " S82° 12'50"W 24.95' C17 40.09' 2025.00' 1"08'04" N20'42'20"W 40.09' C42 80.59' 2085.00' 2"12'53" N16*53'09"W 80.59' C 18 188.64' 2055.00' 5° 15'34" N 18°3835"W 188.57' C43 300.39' 1630.00' 10*33'32" N26°33'08"W 299.96' C19 41.38' 1570.00' 1°30'37" N31`04'35"W 41.38' C47 20.44' 170.00' 6°53'23" S86°35'02"W 20.43' C20 74.43' 1570.00' 2`42'58" N28'57'48"W 74.42' C48 28.08' 230.00' 6°59'40" S86°38' 15"W 28.06' C21 72.64' 1570.00' 2'39'03" N26°16'47"W 72.63' C52 29.77' 1570.00' 1`05'11" N21'48'58"W 29.77' C22 294.86' 1600.00' 10*33'32" N26'33'08"W 294.44' C53 71.11' 1570.00' 2°35'43" N23'39'24"W 71.11' C23 33.21 ' 180.00' 10*34'21 " N26°32'43"W 33.17' C55 66.74' 180.00' 21 ° 14'33" S 10`,38' 16"E 66.35' C24 83.30 150.00 31'49 08 S15`55 20 E 82.24 C62 24.05 200.00 6°53 23 S86°35 02 W 24.04 C26 3.07' 1330.00' 0°07'57" N 18`27'52"W 3.07' C63 24.42' 200.00' 6°59'40" S86`38' 15"W 24.40' C27 69.34' 1330.00' 2*59'14" N20`01'27"W 69.33' C64 29.28' 200.00' 8`23'20" S81°07'45"W 29.26' C28 70.79' 1330.00' 3`02'58" N23`02'33"W 70.78' C65 21.76' 200.00' 6` 13'59" S82' 12'25"W 21.75' C29 72.55' 1330.00' 3'07'31 " N26`07'48"W 72.54' C69 87.50' 2055.00' 2°26'23" N20°03' 11 "W 87.50' C30 74.67' 1330.00' 3° 13'01 " N29' 18'04"W 74.67' C70 101.14' 2055.00' 2`49' 1 1 " S 17*25'24"E 101.13' C31 77.26 1330.00 3' 19 43 N32'34 25 W 77.25 C71 289.33 1570.00 10`33 32 N26`33 08 W 288.92 C32 13.10' 1330.00' 0`33'52" N34`31'13"W 13.10' C72 177.33' 2025.00' 5°01'03" N18`45'51 "W 177.27' C33 66.65' 120.00' 31`49'29" S15°55'09"E 65.80' C74 18.55' 170.00' 6'15'04" N82'11'53"E 18.54' C34 141.00' 1630.00' 4`57'22" N24° 12'43"W 140.95' 00 LOT 13 ` o f8,969 S.F. .� LOT 8 00 p ±28,193 S.F. N89°52' 1 1 "E 135.47' -b'3' LOT 2 ��'� LOT 14 C� f8,716 S.F. �� ` 50' 0 25' 50' 100' " N85°57' 48 E 174.329 N89°52' 1 1 "E 132.05' SCALE: 1" = 50' C36 rn w n� LOT 9 rn SEE DETAIL 'I' N ! ± 10,851 S.F. o ---� �� LOT 15 cry C74 117 �s ±8,522 S.F. D.B.C. S85° 19' 25'W 102.69 8 N89°52'1 1 "E 129.59' rn� C3 0 o L49 ARATpGA PL C 65 o 0 1 18 SW S S85° 19'25'W= _69' D.B.C. , 9 _ ------ w „ 232.6 SEE DETAIL 'B' LOT 16 \ i C64- 0 0 1 16 N-7g'02,0� E 0 D.B.C. f8,405 S.F. \�613 N "E C41 S85° 19'25" \N 102.69' N 89° 52' 1 1 128.48' C26 QO 104 C40 L47--- * 105 LOT 18 ±41,708 S.F. LOT 17 n N f8,358 S.F. 111 127.76' 54.76' 110 N89°53'36"E 244.91 31.21' 31.18' ,.O N89°37'28"W 358,45' LEGEND: TAX LOT 1812170001800 FOUND MONUMENT SEE FOUND MONUMENTS TABLE FOR FURTHER DESCRIPTION 0 SET 5/8"X30" IRON ROD WITH A YELLOW SURVEY FOR: PLASTIC CAP MARKED "S&F LAND SERVICES" 0 Q SET 5/8"X30" IRON ROD WITH A 2" "S&F S&F Land Services ALUMINUM ,CAP MARKED, LAND SERVICES" THIST SET 1 1/8" COPPER BERNSTEIN PLUG Your ,Proven Geospatial Partner MARKED "S&F LAND SERVICES" 901 NW CARLON AVE, SUITE 3 LOCATED IN THE BEND, OR 97703 AND THE NE S.F. SQUARE FEET (541) 797-0954 TOWNSHIP 18 SOL D.B.C. DETROYED BY CONSTRUCTION, REPLACED AT WWW.SFLANDS.COM EMAIL: INFO@SFLANDS.COM CITY OF BEND, DE FOUND POSITION DATE JOB NO. FIELD DRAWN CHECKED 2581703-PLAT.dwg CH. 4, 2026 1 2025-817-03 JRA JRA I BRR LINE TABLE LINE TABLE LINE # BEARING DISTANCE LINE # BEARING DISTANCE L2 S89°58' 18"E 59.00' L49 S 10'48'24"E 60.25' L3 N83°08'22"E 54.94' L51 N04° 10'43"W 60.17' L4 S89'51'54"E 27.19' L64 N89`58'18"W 59.00' L22 N89`58' 18"W 33.36' L65 S83"08'22"W 54.94' L23 S83`08'22"W 54.94' L66 N89`51'54"W 24.92' L24 N89`51'54"W 22.66' L68 S7 V 10'01 "W 26.77' L47 N 18`24'03"W 1 1.73' 115 O N,� N� 0 � N-0 N O O 114 SHEET 4 OF 9 pe 2>>13 MURPHY CROSSING PHACP 03 LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECT 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDU CITY OF BEND, DESCHUTES COUNTY, OREGON MARCH, 2026 PLLD20220059 & PLMOD20230621 CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD C5 27.66' 230.00' 6°53'23" N86`35'02"E 27.64' C6 20.75' 170.00' 6°59'40" S86°38' 14"W 20.74' C24 83.30' 150.00' 31°49'08" S15°55'20"E 82.24' C33 66.65' 120.00' 31°49'29" S15°55'09"E 65.80' C44 14.84' 760.00' 1°07'08" S72°57'01 "E 14.84' C45 37.60' 760.00' 2°50'05" S74°5537"E 37.60' C46 38.53' 169.43' 13001'48" NO2°25'41 "W 38.45' C47 20.44' 170.00' 6°53'23" S86035'02"W 20.43' C48 28.08' 230.00' 6°59'40" S86°38' 15"W 28.06' C55 66.74' 180.00' 21 ° 14'33" S 10*38' 16"E 66.35' C62 24.05' 200.00' 6°5323" S86°35'02"W 24.04' C63 24.42' 200.00' 6°59'40" S86°38'15"W 24.40' 127 DESCHUTES COUNTY SURVEYOR Q3 �8 202� � FILLED LEGEND: Di FOUND MONUMENT SEE FOUND MONuMLN i t TABLE FOR FURTHER DESCRIPTION 0 SET 5/8"X30" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "S&F LAND SERVICES" O SET 5/8"X30" IRON ROD WITH A 2" ALUMINUM CAP MARKED "S&F LAND SERVICES" SET 1 1 /8" COPPER BERNSTEIN PLUG MARKED "S&F LAND SERVICES" 50' 0 25' 50' 100' S.F. SQUARE FEET SCALE: 1" = 50' D.B.C. DETROYED BY CONSTRUCTION, REPLACED AT FOUND POSITION 2581703_PLAT.dw f' A C 5LL t) iLL I 4 '7"W 44.49' GRANITE PEAK PL SHEEP 5 OF 9 CS 21723 MURPHY R I N PHASE 2 LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMEfTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MARCH, 2026 PLLD20220059 & PLMOD20230621 PEDESTRIAN SIDEWALK SEE DETAIL THIS SHEET BOTTOM LEFT 'C' TAX LOT 181218AD00100 ACCESS EASEMENT ° S89 57 50 W 373.58 INST. NO.2013-12739 D.B.C. 127 100 �� SW GRANITE PEAK PL c O L56 o 1-57 FL58 „------- N89°57 50 E 16.35------------ -_ ---------- ---------------- -- -- ;-''--------- ---------- -�--------r -- _ _ -_____----- --- -� w S89°57'50"W 79.71'00a LOT 10 00 o �' �� �\ o 0 Ln ± 1 1,042 S.F. S89'59'54"W 106.76' -o 0 PEDESTRIAN/SIDEWALK fn ACCESS EASEMENT LOT 7 SEE DETAIL 'F' ±47,282 S.F. SHEET 7 LOT 11 �\\ ��\ SEE DETAIL 'G' ±9,703 S.F. �\ �\ SHEET 8 A=10° 33' 32" L=300.48', R=1630.50' LOT 12 �� �� CHORD=S26°33'08" E ±9,292 S.F. �� `� 300.05' LINE TABLE LINE # BEARING DISTANCE L56 S73° 15'47"E 9.59' L57 S89°59'33"E 72.97' L58 N73° 16'41 "E 9.84' L69 SO4°42'07"E 8.00' L70 N85° 19'25"E 49.00' S89°57'50"W 8.08' N00°00'27"E 0.54' S89°58'39"W 5.02' N 12°32'37"W 2.06' ------------ -----� 00 o i c S85°42'32"W 0.49' m LOT 10 21723 � 0 �\ v4, LOT 13 ±8,969 S.F. LOT 8 ±28,193 S.F. LOT 2 \�� $ �0 \` PEDESTRIAN SIDEWALK LOT 14 P `� ACCESS EASEMENT aN ±8716 SF ` A=9°49' 13" L=3.60', R=21.00' CHORD=N07°38'01 "W 3.59' - PEDESTRIAN/SIDEWALK ACCESS EASEMENT (PAE) N 16° 17' S5 "W 7.6 5' 8.00, PUE DETAIL C ill 10' 50, 0 25' 50' 100, SCALE: 1" = 50' LEGEND: FOUND MONUMENT SEE FOUND MONUMENTS TABLE FOR FURTHER DESCRIPTION O SET 5/8"X30" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "S&F LAND SERVICES" 0 SET 5/8"X30" IRON ROD WITH A 2" ALUMINUM CAP MARKED "S&F LAND SERVICES" SET 1 1 /8" COPPER BERNSTEIN PLUG MARKED "S&F LAND SERVICES" S.F. SQUARE FEET D.B.C. DETROYED BY CONSTRUCTION, REPLACED AT FOUND POSITION DESCHUTES COUNTY SURVEYOR a z& Cd I �, ns- .. �L�a 3 � BY LOT 9 ±10,851 S.F. SEE DETAIL 'E' SEE DETAIL 'I' � SHEET 8 SHEET 4 LOT 15 � \� N8519'25"E 102.69' °117 ±8,522 S.F. `� �� D.B.C. - r ------------ 118 4 D.B.C. 0 �\ o S85° 19'25" W - N LOT 16 \� -0 102.69' 116 __ 14 ±8,405 S.F. �� c _ D.B.0 ` - ----- 7 A= 6° 13' 1 1 " C L=25.04', R=230.69' N CHORD=S82° 12'50" W LOT 18 25.03 ±41 ,708 S.F. ±8,30581 S.F. `�� 5 �0 SEE DETAIL 'D' N SHEET - 8 p \ �\ 111 O O O 110 114 TAX LOT 1812170001800 SHEET 6 OF 9 SURVEY FOR: S&F Land Services REGISTERED PROFESSIONAL T u (�� � � Q„ � � C� LAND SURVEYOR Your Proven Geospatial Partner 901 NW CARLON AVE, SUITE 3 LOCATED IN THE NW 1/4 OF SECTION 17 BEND, OR 97703 AND THE NE 1/4 OF SECTION 18, OREGON 541 797-0954 ( ) TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., MAY 11, 2021 BRAD R. RHOADES WWW.SFLANDS.COM EMAIL: INFO©SFLANDS.COM DATE Joe No. FIELD DRAWN CHECKED CITY OF BEND, DESCHUTES COUNTY, OREGON 91917PLS 2581703_PLAT.dw MARCH. 4, 2026 2025-817-03 JRA JRA BRR RENEWS: 12/31 /2026 #* N MURPHY CROSSING PHASE 2 LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETI'E MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MARCH, 2026 PLLD20220059 & PLMOD20230621 g 00' PUE Ut ; LOT 6 ±45,772 S.F. N50°05'34"W 10.23' A=34°47'22" 0=25° 1529" C N L=12.45', R=20.50' L=8.42', R=19.1 1' r, o A �\ % CHORD=N80°52'30"W CHORD=N75°55'31 "W 12.26' 8.36' ------------- � \-_ (rl O N63°28'48"W 8.52' SW GRANITE PEAK PL DETAIL H 1 10, 0 0 SW GRANITE PEAK PL m A=0°29'03" -- L=0.53', R=62.50' CHORD=S89°45'19"w — S06°53'29"E 0.50'--\�-__------°06,31„W 35.60' ---- 0.53 N00°56'43"W 0.50' -- --- S8 �Noo°o2'10"W>4"W 53 31 106.76' '. _ 00 12.00' 04 VL=7.0f, 04 R=63.00' PEDESTRIAN/SIDEWALK -P S89°38'27"E 9.68' CHORD=S86°18'33"W ACCESS EASEMENT (PAE) o 7.03' LOT 7 D ETA I L F m ±47,282 S.F. 1 " = 10' LEGEND: FOUND MONUMENT SEE FOUND MONUMENTS TABLE FOR FURTHER DESCRIPTION O SET 5/8"X30" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "S&F LAND SERVICES" 0 SET 5/8"X30" IRON ROD WITH A 2" ALUMINUM CAP MARKED "S&F LAND SERVICES" SET 1 1 /8" COPPER BERNSTEIN PLUG MARKED "S&F LAND SERVICES" S.F. SQUARE FEET D.B.C. DETROYED BY CONSTRUCTION, REPLACED AT FOUND POSITION DESCHUTES COUNTY SURVEYOR FILE[ mp�13Y.-o-C-01LUIL- 50' 0 25' 50' 100' SCALE: 1" = 50' ' GRANITE PEAK PL SHEET 7 OF 9 CS 21723- 2581703_PLAT.dN SW GRANITE PEAK PL S00°00'06"E 0.50' S89°59'54"W 7.50' S89°59'54"W 106.76' S00°00'08"E 11.00' 1 &=22 30 35 0 L=8.25', R=21.00' i CHORD=S 1 1 ° 15' 10"W N 67 29 33 W 0.50 S22°30'27"W 0.62' �:J /� 1� S22°30'27"W 0.66' 0=30°57'35" I L=10.48', R=19.40' CHORD=S07°04'09"W I 10.35' k ` LOT 7 0=13°3s'21" - ±47,282 S.F. L=28.45', R=1 19.50' \ CHORD=S25 00 43 E 28.38' \ PEDESTRIAN/SIDEWALK \ ` ACCESS EASEMENT (PAE) � Q 0b \� �`� DETAIL G 1 » _ 10, \ `�\ 8. O0 P vE 0=0°33'46" \ \ L=20.48', R=2085.50' \ �CHORD=S20°59'29"E 20.48' A=38°11;32" 4 \\i L=13.00 , R=19.50 LOT 9 �.� CHORD=S39°48'22"E f 10,851 S.F. 12.7 6' �N69°4414"E 0.63' A=43°43'03" \� L=16.02', R 21.00' 0°50'23" CHORD=S35°09' 1 1 "E co L=0.30', R=20.50' `� 15.64' 0 CHORD=S58°28'57"E \ o 0.30' \` \ A=1 *48;10" L=8.50 , R=269.98 C �� \) CHORD=N80°24'46"E PEDESTRIAN/SIDEWALK 8.50' ______---------- -- ACCESS EASEMENT (PAE) `� \-------- S08 47 31 E 0.47 0 S 13° 17'40"E 1 1.05' \ _— ---- A=4° 12'28" L=16.93', R=230.50' rZ CHORD=N83° 13' 1 1 "E 16.92' DETAIL E SW SARATOGA PL 1" = 10, 2581703_PLAT.d MURPHY CROSSING PHASE 2 LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MARCH, 2026 PLLD20220059 & PLMOD20230621 SW SARATOGA PL A=3°54'20" L=1 1.54', R=169.31 ' CHORD=S83°22'15"W 1 1.54' S17°40'42"E 11.23' � � p � \ o A=21 °06'09 ` L=7.55', R=20.50'------`�� A S72° 19' 18"W 0.51 ' C rn CHORD=S05°43'471)E i 7.51 ' �A1 SO4°49'18"W 8.06' ; ��` f4LOT 18 08 S.F. =20°4 i �\ 0 5 55 L=7.42', R=20.48' ` CHORD=S05°49'25"E 7.38' ` A=1 ° 15'32" �\ \ L=45.83', R=2085.50' Z \ ` CHORD=N16°24'15"W 45.82' r ` PEDESTRIAN/SIDEWALK �\ `, DETAIL D ACCESS EASEMENT (PAE) `\ \ ill = 10' LEGEND: FOUND MONUMENT SEE FOUND MONUMENTS TABLE FOR FURTHER DESCRIPTION O SET 5/8"X30" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "S&F LAND SERVICES" 0 SET 5/8"X30" IRON ROD WITH A 2" ALUMINUM CAP MARKED "S&F LAND SERVICES" SET 1 1 /8 COPPER BERNSTEIN PLUG MARKED "S&F LAND SERVICES" S.F. SQUARE FEET D.B.C. DETROYED BY CONSTRUCTION, REPLACED AT FOUND POSITION DESCHUTES COUNTY SURVEYOR FILED a3 sLzg�zi. SHEET 8 OF 9 a NJ 1 MURPHY CROSSING PHASE2 N mm LOCATED IN THE NW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 18, _ z TOWNSHIP 18 SOUTH RANGE 12 EAST WILLAMETTE MERIDIAN, -A4 N LOT 6 ±45,772 S.F. CITY OF BEND, DESCHUTES COUNTY, OREGON ` r cn W o � o MARCH, 2026 co 1 PLLD20220059 & PLMOD20230621 z N m � — — N TAX LOT 181218ADOO100 30.00 N m � � oINST. NO. 2013-12739 _-----„---! --------- _ 10.81' S89°57'50"W 373.58' D.B.C. 20.24' N89°57 50 E 189.17 100 . —I---------- N89°57'50"E 187.50' ---------- 6.79' ` N04°10'43"W 20.84' �----------------------- — -------- SW GRANITE PEAK PL N89 57 50 E 374.24 m , r, yX mrn \� m m N 0°0:2 10"W N00°02'10"W \ z 12.00' 20.00' r z \ -z LOT 10 W o W o \ ±1 1,042 S.F. 4 o o -D cn \ N N M c X 0 m \ LOT 7 \\ ±47,282 S.F. 1.09 ACRES) \ LOT 11 ±9,703 S.F. \ 2 \ LOT 12 \ ±9,292 S.F. 2 \ LOT 13 ±8,969 S.F. \ LOT 8 \\ ±28,193 S.F. \ LOT 14 \\ ±8,716 S.F. LOT 2 LEGEND: FOUND MONUMENT SEE FOUND MONUMENTS TABLE FOR FURTHER DESCRIPTION O SET 5/8"X30" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "S&F LAND SERVICES" Q SET 5/8"X30" IRON ROD WITH A 2" ALUMINUM CAP MARKED "S&F LAND SERVICES" SET 1 1 /8" COPPER BERNSTEIN PLUG MARKED "S&F LAND SERVICES" S.F. SQUARE FEET D.B.C. DETROYED BY CONSTRUCTION, REPLACED AT FOUND POSITION CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD Cl 151.40' 2030.00' 4° 16'24" S24° 15'40"E 151.37' C7 5.00' 2030.00' 0°08'28" S22°35'28"E 5.00' LINE TABLE LINE # BEARING DISTANCE L5 N66°2548"E 5.00' L6 S66'25'48"W 5.00' L7 N22°35'58"W 5.00' .. \� LOT 15 LOT 9 D.B.C. ± 10,851 S.F. ±8,522 S.F. 6 \ -TOGA PL 115 EX�S� MEND � \ Sw S10°48'24"E 10.50' \ 118 D.B.C. \ S10°48'24"E 9.50' \ LOT 16 116 D.B.C. -LQ n nr c c do 50' 0 25' 50' 100' SCALE: 1" = 50' ELSCHUTiEs Ct?�!%iTY SURVEYOR ED BY: Ni TAX LOT 1812170001800 LOT 18 ±41,708 S.F. 115 O A=00°28' 13" L=16.66' R=2030.00' A�16 CHORD=S22°21'35"E16.66' DETAIL 'A' 1 " = 10' SEE DETAIL 'A' N PUBLIC UTILITY 17- EASEMENT PER INST. NO. 2024-30760 DCOR �O 1p O N-0 ti N 4 O 114 SHEET 9 OF 9 C* N 2581703_PLAT.d CS 21123